Table of Contents
CHAPTER 1—INTRODUCTION AND SCOPE
1.1—Introduction
1.2—Scope
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
CHAPTER 3—BACKGROUND
3.1—Historical development
3.2—History of use
3.3—Material characteristics
CHAPTER 4—MATERIAL CHARACTERISTICS
4.1—Physical properties
4.2—Mechanical properties and behavior
4.3—Time-dependent behavior
4.4—Effects of high temperatures and fire
CHAPTER 5—DURABILITY
5.1—Accelerated durability testing
5.2—Durability of FRP bars
5.3—Durability of bond between FRP and concrete
CHAPTER 6—GENERAL DESIGN CONSIDERATIONS
6.1—Design philosophy
6.2—Design material properties
CHAPTER 7—FLEXURE
7.1—General considerations
7.2—Flexural strength
7.3—Serviceability
7.4—Creep rupture and fatigue
CHAPTER 8—SHEAR
8.1—General considerations
8.2—Shear strength of FRP-reinforced members
8.3—Detailing of shear stirrups
8.4—Shear strength of FRP-reinforced two-way concrete
slabs
CHAPTER 9—SHRINKAGE AND TEMPERATURE
REINFORCEMENT
9.1—Minimum FRP reinforcement ratio
CHAPTER 10—DEVELOPMENT AND SPLICES OF
REINFORCEMENT
10.1—Development of stress in straight bar
10.2—Development length of bent bar
10.3—Development of positive moment reinforcement
10.4—Tension lap splice
CHAPTER 11—DESIGN EXAMPLES
Example 1—Flexural (moment) strength using equivalent
rectangular concrete stress distribution (compressioncontrolled
section)
Example 2—Flexural (moment) strength using equivalent
rectangular concrete stress distribution (tension-controlled
section)
Example 3—Design of a rectangular beam with tension
reinforcement only
Example 4—Design of one-way solid slab
Example 5—Distribution of reinforcement for effective
crack control
Example 6—Deflection of a simple-span nonprestressed
rectangular beam
Example 7—Creep rupture stress check under sustained
loads
Example 8—Design for shear (members subject to shear
and flexure only)
Example 9—Development of bars in tension (compression-
controlled or transition zone section)
Example 10—Development of bars in tension (tensioncontrolled
section)
Example 11—Shear strength of slab at column support
Example 1M—Flexural (moment) strength using equivalent
rectangular concrete stress distribution (compressioncontrolled
section)
Example 2M—Flexural (moment) strength using equivalent
rectangular concrete stress distribution (tensioncontrolled
section)
Example 3M—Design of a rectangular beam with tension
reinforcement only
Example 4M—Design of one-way solid slab
Example 5M—Distribution of reinforcement for effective
crack control
Example 6M—Deflection of a simple-span nonprestressed
rectangular beam
Example 7M—Creep rupture stress check under sustained
loads
Example 8M—Design for shear (members subject to
shear and flexure only)
Example 9M—Development of bars in tension (compression-
controlled or transition zone section)
Example 10M—Development of bars in tension (tensioncontrolled
section)
Example 11M—Shear strength of slab at column support
CHAPTER 12—REFERENCES
Authored documents
APPENDIX A—SLABS-ON-GROUND
A.1—Design of plain concrete slabs
A.2—Design of slabs with shrinkage and temperature
reinforcement